Cracking processes in Barre granite: fracture process zones and crack coalescence

• Published in: International journal of fracture Vol. 180; no. 2; pp. 177 - 204
• Main Authors: Morgan, Stephen P., Johnson, Catherine A., Einstein, Herbert H.
• Format: Journal Article
• Language: English
• Published: Dordrecht Springer Netherlands 01-04-2013; Springer Nature B.V
• Subjects: Automotive Engineering; Bridging; Brittle materials; Characterization and Evaluation of Materials; Chemistry and Materials Science; Civil Engineering; Classical Mechanics; Coalescence; Coalescing; Crack initiation; Cracking (fracturing); Fracture mechanics; Granite; Gypsum; High speed cameras; Inclination angle; Marble; Materials Science; Mechanical Engineering; Original Paper; Patching; Shear; Spalling; Uniaxial compression; Shear cracks; High speed camera; Tensile cracks; Cracking; Fracture process zone; Fracture; Flaws; Coalescence; Granite
• ISSN: 0376-9429; 1573-2673
• DOI: 10.1007/s10704-013-9810-y

This paper presents a comprehensive study of the cracking and coalescence behavior of granite specimens with pre-existing flaw pairs. Uniaxial compressions tests were conducted on Barre granite with pre-existing flaw pairs of varying inclination angles
, bridging angles
and ligament lengths (L). The cracking processes were recorded using a high speed camera to capture crack initiation and determine the mode (tensile or shear) of cracking. Visible fracture process zones of grain lightening, referred to as “white patching”, were also observed. White patching corresponded to fracture process zones that developed before visible cracks appeared. Cracks were typically preceded by a corresponding linear white patching. Diffusive area white patching was also observed near locations where surface spalling eventually occurred. Shear cracks occurred less often when compared to other brittle materials such as gypsum and marble and tensile cracks were typically much more jagged in shape (saw-toothed) due to the larger size and higher strength mineral grains of granite. Crack coalescence behavior trended from indirect to direct shear and combined shear-tensile to direct tensile coalescence as the flaw pair bridging angle
or flaw angle
increased. As the ligament length (L) between flaws increased, more indirect coalescence was observed. As expected, due to the increased occurrence of tensile cracking in granite, more indirect tensile coalescence was observed in granite compared to other materials previously studied.